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Design of Bolted WF Splice Connections for combined loading

Design of Bolted WF Splice Connections for combined loading

Design of Bolted WF Splice Connections for combined loading

(OP)
I need to design a bolted wide-flanged splice connection for combined axial, moment, torsion, and shear loading.  Would someone please recommend a good design resource to follow.  I think I pretty much know what limit states to check, but it's always nice to have an example problem of some type to check myself against.

Thank you,

jochav5280

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